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authorprashantsinalkar2018-02-03 10:59:42 +0530
committerprashantsinalkar2018-02-03 10:59:42 +0530
commitd1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (patch)
tree612077a22c8142c0ae754ec11882a4e7d5dc25a4 /3776/CH2/EX2.2/Ex2_2.sce
parentf35ea80659b6a49d1bb2ce1d7d002583f3f40947 (diff)
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Modified the code
Diffstat (limited to '3776/CH2/EX2.2/Ex2_2.sce')
-rw-r--r--3776/CH2/EX2.2/Ex2_2.sce6
1 files changed, 3 insertions, 3 deletions
diff --git a/3776/CH2/EX2.2/Ex2_2.sce b/3776/CH2/EX2.2/Ex2_2.sce
index 9e6317279..88d9c4ad6 100644
--- a/3776/CH2/EX2.2/Ex2_2.sce
+++ b/3776/CH2/EX2.2/Ex2_2.sce
@@ -5,9 +5,9 @@ l_cd = 1500 //mm - length of rod cd
p_ob = 100 //kN - Force in rods
p_bc = -150 //KN
p_cd = 50 //KN
-A_ob = 1000 //mm2 - Area of rod ob
-A_bc = 2000 //mm2 - Area of rod bc
-A_cd = 1000 //mm2 - Area of rod cd
+A_ob = 1000 //sq.mm - Area of rod ob
+A_bc = 2000 //sq.mm - Area of rod bc
+A_cd = 1000 //sq.mm - Area of rod cd
E = 200.0 //GPA
// the total deflection is algebraic sums of `deflection in each module
e_1 = p_ob*l_ob/(A_ob*E)